Public Health Engineering Department-PHED has published Annual Rate Contract For The Work Of Construction And Commissioning Of 200/150 Mm Dia. Tube Wells With Providing Installation And Commissioning Of Three Phase/ Single Phase Power Pump Set Along With Providing, Laying, Jointing, Commissioning And Testing . Submission Date for this Tender is 04-06-2024. Submersible Pump Tenders in ajmer Rajasthan. Bidders can get complete Tender details and download the document.
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| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Constructionoftubewellfromgroundlevel& upto 100mtrdepthto accommodatehousingandassemblypipeoffollowingsizesinalltypeof alluviumstrata unconsolidatedformationsuchaspebbles,bouldersetc.by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and it"s packing as per IS: 2800 (Part I & II) 1979 as amended uptodate(theworkincludesthecostofgravel&it"sprimarypackingand packingduringdevelopment,loweringofhousing&strainerassemblypipes withsupplyandwrappingofcoir-rope,wherevernecessaryforarrestingfine sandparticlesanddevelopmentwork,butexcludingthecostofhousingand strainerpipeassembly).Theworkwouldbecompletedafterobtainingsand free water. |
| 2 | Nominal bore 150 mm dia. |
| 3 | Nominal bore 200 mm dia. |
| 4 | Nominal bore 250 mm dia. |
| 5 | Add 15% extra on above items (Item no 1.1.1 to 1.1.3)for drilling depth beyond 100 mtr and up to 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 6 | Add 40% extra on above item (Item no 1.1.1 to 1.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . |
| 7 | ConstructionofTubeWellfromgroundlevelandupto100mtr.depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drillingmethod asperIS:2800Part1:1991and IS:2800PartII:1979(both amended up todate) andtechnical specificationsfor removalofoverburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe. |
| 8 | Nominal bore 200 mm dia. |
| 9 | Nominal bore 250 mm dia. |
| 10 | Add 15% extra on above item(Item No 2.2.1 to 2.2.2.) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 11 | Constructionoftubewellaftercompletionofdrillingbyrotary/percussion method&upto100mtr.depth inalltypeofrocksbyDTHsystem asper IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technicalspecifications.Thework shallbedeemedcompletedonlyafter obtainingsandfreewater.Theborewellshouldhaveathroughoutnominal size bore beyond casing pipe. |
| 12 | Nominal bore 150 mm dia. |
| 13 | Nominal bore 200 mm dia. |
| 14 | Nominal bore 250 mm dia. |
| 15 | Add 15% extra on above item (Item No 3.3.1 to 3.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 16 | Add 30% extra on above item(Item No 3.3.1 to 3.3.3) for drilling depth beyond 200mtrandfromgroundlevel,rateshallbeapplicableforonlyextradepth beyond 200 mtr . |
| 17 | Add 15% extra on above item (Item No 3.3.1 to 3.3.3) for drilling, where strata iscollapsibleandloweringofcasingpipeisrequired.Theworkincludes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. |
| 18 | ConstructionofTubeWellupto100mtr.depth inalltypeofrocksbyDTH system&overburdentoaccommodatecasingpipeoffollowingsizesinall typesofsoils&overburdenincludingloweringofcasingpipes,(ifrequired) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work would becompletedafterobtainingsandfreewater.Thetubewellshouldhavea through out bore as per nominal dia of casing pipe. |
| 19 | Nominal bore 150 mm dia. |
| 20 | Nominal bore 200 mm dia. |
| 21 | Add 15% extra on above item (Item No 4.4.1 to 4.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 22 | Add 30% extra on above item (Item No 4.4.1 to 4.4.2) for drilling depth beyond 200mtrandfromgroundlevel,rateshallbeapplicableforonlyextradepth beyond 200 mtr . |
| 23 | Add 15% extra on above item (Item No 4.4.1 to 4.4.2) for drilling, where strata iscollapsibleandloweringofcasingpipeisrequired.Theworkincludes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. |
| 24 | Constructionoftubewellfromgroundlevelandupto100mtr.depthand above of following sizes in all types of soils in alluvium strata, unconsolidated formationsuchaspebbles,bouldersetc.by"bailing"methodandwithout gravelpackingasperIS:2800Part1:1991and IS:2800PartII:1979(both amended up to date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube well should have a throughout bore as per nominal dia of casing pipe. The work would be completed after obtaining sand free water. |
| 25 | Nominal bore 125 mm dia. |
| 26 | Nominal bore 150 mm dia. |
| 27 | Nominal bore 200 mm dia. |
| 28 | Constructionoftubewellfromgroundlevelandupto100mtrdepthand abovetoaccommodatehousingassemblypipeinalltypeofunconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended uptodate)andtechnicalspecifications.Theworkwillincludeloweringof housing andstrainerpipeassemblyandcasingshoeincludingcostofcasing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water. |
| 29 | Nominal bore 125 mm dia. |
| 30 | Nominal Bore 150 mm dia. |
| 31 | Nominal bore 200 mm dia. |
| 32 | Add 15% extra on above item (Item No 6.6.1 to 6.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 33 | Deepening of existing tube well by DTH system beyond existing depth up to 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water. |
| 34 | Nominal bore 150 mm dia. |
| 35 | Nominal bore 200 mm dia. |
| 36 | Testingverticalityoftubewellbyplumbingsystemandyieldtestanddraw downtestbypumpingsystemasperIS:2800(Part–II)–1979orasper amended up to date. |
| 37 | Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. |
| 38 | Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well. |
| 39 | Supply of ERWM.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 40 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 41 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 42 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 43 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. |
| 44 | 125 mm dia nominal bore of 4.8 mm thickness |
| 45 | 150 mm dia nominal bore of 4.8 mm thickness |
| 46 | 200 mm dia nominal bore of 5.4mm thickness |
| 47 | 250 mm dia nominal bore of 7.1mm thickness |
| 48 | Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casingpipeforsubmersiblecableexternalwork40mmdiacompleteinall respect. |
| 49 | Supply & Installation of single phase ISI marked submersible motor pump set ofthreestarorbetterratingofBEEandasperIS:8034-2018(pump)andIS 9283-2013 (motor) or as amended up to date ofapproved make of following duty condition with required accessories including making connection suitable fortubewell/DCB.Thejobincludesloweringofmotorpump,installationof complete fitting & accessories, jointing of electrical cables up to switch board, testingofsubmersiblepumpsetandinterconnectionuptowatermains, complete in all respect. |
| 50 | Up to 2.0 KW |
| 51 | Above 2.0 KW |
| 52 | Supply&Installationof3phaseISImarkedsubmersiblemotorpumpsetof three star or better rating of BEEand as per IS: 8034-2018 (pump) and IS 9283- 2013(motor)orasamendeduptodateofapprovedmakeoffollowing duty conditionwithrequiredaccessoriesincludingmakingconnectionsuitablefor tubewell/DCB.Thejobincludesloweringof motorpump,installationof complete fitting & accessories, jointing of electrical cables up to switch board, testingofsubmersiblepumpsetandinterconnectionuptowatermains, complete in all respect. |
| 53 | Up to 5.5 KW (7.5 HP) & head up to 120 mtr. |
| 54 | Up to 5.5 KW (7.5 HP) & head above 120 mtr. |
| 55 | 7.5 KW (10 HP) & head up to 120 mtr. |
| 56 | 7.5 KW (10 HP) & head above 120 mtr. |
| 57 | 9.3 KW (12.5 HP) & head up to 120 mtr. |
| 58 | 9.3KW (12.5 HP) & head above 120 mtr. |
| 59 | 11 KW (15 HP) & head up to 120 mtr. |
| 60 | 11 KW (15 HP) & head above 120 mtr. |
| 61 | 13 KW (17.5 HP) & head up to 120 mtr. |
| 62 | 13 KW (17.5 HP) & head above 120 mtr. |
| 63 | 15 KW (20 HP) and above, head up to 120 mtr. |
| 64 | 15 KW (20 HP) and above, head above 120 mtr. |
| 65 | Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase up to 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approvedmakeandthepanelenclosureshouldbemadeoutfrom18gauge M.S.Sheetwithpowdercoating.PanelsizeHeight600mmWidth500mm depth250mmwithStand(madeofangleironofsize35x35x5mm)duly bolted/screwedwithenclosureboxhaving4legs,eachleg’slength18"and double door including in built locking system.The legs should be embedded in M-15cementconcreteplatform.ThesizeofCCplatformshouldbeequalor biggerthanthebasesizeofpanelhavingheightofatleast200mmfrom groundlevel.Theoperationofpanelshouldbesuitableforon240VoltAC Supply. |
| 66 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer, phase indicators, lighting arrangement etc. completesuitable forthree phase pumpset.Thepanel shouldhavespaceforenergy meter( suppliedby DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600x300mmwithStand(madeofangleironofsize35x35x5mm)duly bolted/screwedwithenclosureboxhaving4legs,eachleg’slength18"and double door including in built locking system.The legs should be embedded in M-15cementconcreteplatform.ThesizeofCCplatformshouldbeequalor biggerthanthebasesizeofpanelhavingheightofatleast200mmfrom ground level.The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation ofpanel should be suitable for on 440 Volt AC Supply. |
| 67 | Up to 5.00 HP |
| 68 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lightingarrangementetc.completesuitableforthreephasepumpset.The panelshouldhavespaceforenergymeter(suppliedbyDISCOM). Allthese equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel shouldbe of minimumsize900 x600 x450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meterreading.Theoperationofpanelshouldbesuitableforon440VoltAC Supply. |
| 69 | Above 5 HP and up to 10 HP |
| 70 | Above 10 HP and up to 15 HP |
| 71 | Above 15 HP and up to 20 HP |
| 72 | Above 20 HP and up to 30 HP |
| 73 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. |
| 74 | 3 core 4.0 Sq.mm |
| 75 | 3 core 6.0 Sq.mm |
| 76 | 3 core 10.0 Sq.mm |
| 77 | 3 core 16.0 Sq.mm |
| 78 | Supply&FixingXLPEinsulated/P.V.C.sheathedcableof1.1KVgradewith aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground asperIS:1255includingexcavationof30cmx75cmsizetrench,25cmthick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. |
| 79 | 10.0 Sq.mm, 4 core |
| 80 | 16.0 Sq.mm, 4 core |
| 81 | 25.0 Sq.mm, 3.5 core |
| 82 | 35.0 Sq.mm, 3.5 core |
| 83 | Plate Earthingas per IS:3043 with G.I. Earth plate ofsize 600mmx 600mmx 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete withalternatelayersofsaltandcoke/charcoal,testingofearthresistanceas required. |
| 84 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 85 | Supply & Fixingtube well coverofMS sheet 8mmthick attop &5mmthick 100mmwideshroudaroundtheedgesoastoformacaponthe topend of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre ofMS sheet. A25 mmsocket with end plug shall also be welded over top plate. A GI nipple having outside thread ofsize 1/2" (for installation pressure gauge) shall be provided &welded with 80mm GI nipple near top plate nipple shall be provided with end plug. |
| 86 | 125 mm dia |
| 87 | 150 mm dia |
| 88 | 200 mm dia |
| 89 | 250 mm dia |
| 90 | Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), SteeltubeasperIS:1239oramendeduptodateandzinccoatingasperIS 4736,threadedanddoubleflanged(welded)onbothendsandtwonumber 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. |
| 91 | 32 mm dia |
| 92 | 50 mm dia |
| 93 | 65 mm dia |
| 94 | 80mm dia |
| 95 | Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GIfittings andPVC ropeconfirming toIS 5175:1992or amendedup to date, along with clamping of submersible cable etc. complete in all respect. |
| 96 | 40 mm dia |
| 97 | 50 mm dia |
| 98 | 63 mm dia |
| 99 | 75 mm dia |
| 100 | 90 mm dia |
| 101 | Providing,installing,testingandcommissioningofdoubleflangedbulkflow meterwithremovablemechanism,ofclassBconformingtoISO4064/1or amendeduptodateofapprovedmakeincludingcostofallmaterialand labouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. |
| 102 | 50 mm dia |
| 103 | 65 mm dia |
| 104 | 80 mm dia |
| 105 | Providing&Fixingpumpsafetycageasperspecificationsorasdirectedby Engineer in charge. |
| 106 | Providingand FixingofISImarked PVCstorage tankoffollowingcapacityas per IS: 12701-1989 (ofapproved make) with cover, 25 mm dia. 1 mtr long GI overflowpipe,25cmlong25mmdiawashoutGIpipewithplug&socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVCballcompletewithbrassweight1000gm,includingP&F15mmdiaCI quarter turn heavy duty Bib Cocks four no"s ofsuperior quality and approved make, including interconnections complete job. |
| 107 | 1000 litres capacity |
| 108 | 2000 litres capacity |
| 109 | Fabrication & Fixing M.S.Stand of specified class of angle iron L-shaped of 50 mmsizewithfourlegsgroutedby300*300*300mmCCBlockM-15inthe groundandalllegstiedupwitheachotherthroughsamesizeofangleiron along with cross bars to support the bottomof1000 Ltr./ 2000 Ltr.PVC tank complete in all respect. |
| 110 | Providing&Fixingofdoubleflanged,CIbody,ISImarkedNRVofapproved make of following sizes |
| 111 | 65 mm dia |
| 112 | 80 mm dia |
| 113 | ProvingandFixing32mmdiaFullwayvalveorwheelvalveas perIS:778 or amended up to date of approved make, on pump delivery pipe. |
| 114 | Supplying&Installing100mmdiametersealeddiaphragmbourdontype pressuregaugeofrange0to10kg. includingalljointingmaterialasper specification with safety cover. |
| 115 | Constructionofboreholeforshallowdepthtubewellfromgroundlevelto required depth for following size for all type of relevant strata by percussion/ rotarydrilling/handboringmethodexcludingcostofcasingpipe.The bore holeshouldbeaspernominalboreofPVCcasingpipe.Theworkwillbe complete after obtaining sand free water. |
| 116 | 125 mm dia nominal bore |
| 117 | 150 mm dia nominal bore |
| 118 | 200 mm dia nominal bore |
| 119 | 250 mm dia nominal bore |
| 120 | ProvidingandLoweringofISImarkPVC-UcasingandscreenpipeasperIS: 12818:2010oramendeduptodatehavingpipethicknessasperIScode suitableforTWandDCBwiththreading,windingwithsuperiorqualityof plasticmesh&ropeinthreelayerswithendcapcompleteaspertechnical specification and direction of Engineer In charge. |
| 121 | Shallow well casing pipe (CS) suitable for depth up to 80 mtr. |
| 122 | 150 mm nominal dia ( internal dia ). |
| 123 | 200 mm nominal dia ( internal dia ). |
| 124 | 250 mm nominal dia ( internal dia ). |
| 125 | Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr. |
| 126 | 100 mm nominal dia ( internal dia ) |
| 127 | 125 mm nominal dia ( internal dia ) |
| 128 | 150 mm nominal dia ( internal dia ) |
| 129 | 200 mm nominal dia ( internal dia ) |
| 130 | 250 mm nominal dia ( internal dia ) |
| 131 | Supply of ISI mark AC pressure pipe class 15 manufactured by MAZZA process asperIS:1592-2003oramendeduptodate,forcasingoftubewell for following dia nominal bore, with jointing material PVC coupler as per technical specification and direction of Engineer In charge. |
| 132 | 125 mm nominal dia |
| 133 | 150 mm nominal dia |
| 134 | 200 mm nominal dia |
| 135 | 250 mm nominal dia |
| 136 | 300 mm nominal dia |
| 137 | Making slots of hole size and Nos. as directed by EIC in AC pressure pipe Class 15 as per technical specification for using slotted pipe in TW casing. |
| 138 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M. |
| 139 | HDPE PE-80PN-6 |
| 140 | 63 mm dia |
| 141 | 75 mm dia |
| 142 | 90 mm dia |
| 143 | 110 mm dia |
| 144 | HDPE PE-100PN-6 |
| 145 | 63 mm dia |
| 146 | 75 mm dia |
| 147 | 90 mm dia |
| 148 | 110 mm dia |
| 149 | HDPE PE-80PN-10 |
| 150 | 90 mm dia |
| 151 | 110 mm dia |
| 152 | HDPE PE-100PN-10 |
| 153 | 90 mm dia |
| 154 | 110 mm dia |
| 155 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M. |
| 156 | HDPE PE-80PN-6 |
| 157 | 125 mm dia |
| 158 | 140 mm dia |
| 159 | 160 mm dia |
| 160 | 180 mm dia |
| 161 | 200 mm dia |
| 162 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
| 163 | MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) |
| 164 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
| 165 | All End Socketed |
| 166 | Up to 300 mm Diameter |
| 167 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil |
| 168 | Add extra for trenches for every additional lift over item no 4.1 |
| 169 | Above 1.5 mtr and up to 3.0 mtr. |
| 170 | Above 3.0 mtr and up to 4.5 mtr. |
| 171 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 172 | Ordinary rock |
| 173 | Hard rock (requiring blasting) |
| 174 | Hard rock(blasting prohibited) |
| 175 | Add extra for trenches for every additional lift over item no 4.3 |
| 176 | Above 1.5 mtr and up to 3.0 mtr. |
| 177 | Above 3.0 mtr and up to 4.5 mtr. |
| 178 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 179 | Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 180 | Bituminous courses |
| 181 | Granular courses |
| 182 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 183 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 184 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 185 | Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. |
| 186 | 60 mm thick. |
| 187 | 80 mm thick. |
| 188 | 100 mm thick |
| 189 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 190 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 191 | 80 mm HW |
| 192 | 100 mm HW |
| 193 | 125 mm HW |
| 194 | 150 mm HW |
| 195 | 200 mm HW |
| 196 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 197 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 198 | 80 mm dia |
| 199 | 100 mm dia |
| 200 | 125 mm dia |
| 201 | 150 mm dia |
| 202 | 200 mm dia |
| 203 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 204 | Class PN 1.0 |
| 205 | 40 mm |
| 206 | 50 mm |
| 207 | 80 mm |
| 208 | 100 mm |
| 209 | 150 mm |
| 210 | 200 mm |
| 211 | Class PN 1.6 |
| 212 | 40 mm |
| 213 | 50 mm |
| 214 | 80 mm |
| 215 | 100 mm |
| 216 | 150 mm |
| 217 | 200 mm |
| 218 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 219 | 80 mm dia |
| 220 | 100 mm dia. |
| 221 | 125 mm dia. |
| 222 | 150 mm dia. |
| 223 | 200 mm dia. |
| 224 | Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. |
| 225 | For Class-A loading |
| 226 | Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm |
| 227 | Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm |
| 228 | Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm |
| 229 | Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PP saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or ball valve (min. weight 165 gm)and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid separately. |
| 230 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 231 | Work of Inter Connection in AC/PVC/HDPE pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 232 | In all type Soil |
| 233 | 80 mm to 110 mm |
| 234 | 125 mm to 165 mm |
| 235 | 200 mm to 300 mm |
| 236 | Add on above item no. 54 for B.T. Road 5 % Each |
| 237 | Add on above item no. 54 for CC Road 10% Each |
| 238 | Add on above item no.54 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr 20% Each |
| 239 | Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 240 | In all type Soil |
| 241 | 80 mm to 100 mm |
| 242 | 125 mm to 150 mm |
| 243 | 200 mm to 300 mm |
| 244 | 350 mm to 450 mm |
| 245 | Add on above item no.55 for B.T. Road5% Each |
| 246 | Add on above item no.55 for CC Road10% Each |
| 247 | Add on above item no.55 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr20% Each |
| 248 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. |
| 249 | 1: 3: 6 or richer mix. |
| 250 | 1: 4: 8 or leaner mix. |
| 251 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 252 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). |
| 253 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
| 254 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size). |
| 255 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
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